Saeed Ghafarpoor Jahromie - Associate Professor, School of Civil Engineering, Department of Geotechnical Engineering, Shahid Rajaee Teacher Training University Lavizan, Tehran, Iran
Mohammad Varmaziyarie - M.Sc. Student, School of Civil Engineering, Department of Geotechnical Engineering, Shahid Rajaee Teacher Training University Lavizan, Tehran, Iran

This paper presents a model based on a new type of noncontinuous theoretical mechanical method, molecular dynamics (MD), to simulate the typical soil granular flow. In view of the fact that the molecular dynamics (MD) method is similar to the discrete element method (DEM), which is suitable to model granular material and to observe thetrajectory characteristic of a single particle, so to possibly identify its dynamical properties. The Hertzian friction formula and viscous damping force are introduced in the MD governing equations to model the granular flow. To show the validity of the proposed approach, a benchmark problem of 2D viscous material flow is simulated. The calculated final flow runout distance of the viscous material agrees well with the result of constrained interpolated profile (CIP) method as reported in the literature. Numerical modeling of the propagation of the collapse of three-dimensional axisymmetric sand columns is performed by the application of MD models. Comparison of the MD computational runout distance and the obtained distance by experiment shows a high degree of similarity. This indicates that the proposed MD model can accurately represent the evolution of the granular flow. The model developed may thus find applications in various problems involving dense granular flow and large deformations, such as landslides and debris flow. It provides a means for predicting fluidization characteristics of soil large deformation flow disasters and for identification and design of appropriate protective measures

Molecular dynamics (MD) approach, Large Deformation